JPS5953584A - Grouting process - Google Patents
Grouting processInfo
- Publication number
- JPS5953584A JPS5953584A JP57163395A JP16339582A JPS5953584A JP S5953584 A JPS5953584 A JP S5953584A JP 57163395 A JP57163395 A JP 57163395A JP 16339582 A JP16339582 A JP 16339582A JP S5953584 A JPS5953584 A JP S5953584A
- Authority
- JP
- Japan
- Prior art keywords
- ground
- water glass
- solution
- alkaline
- acidic
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は軟弱あるいは漏れ地盤を均一・に、しかも強固
に固結ないしは止水するG’/夜注入−1,法に関する
。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to the G'/night injection-1 method for uniformly and strongly consolidating or water-stopping soft or leaking ground.
軟弱地盤は通當、柑粒上部分と細粒土部分が陵ことか必
要である。In general, the soft ground requires that the upper part of the soil and the fine-grained soil part be ridged.
また、最近の建設二]二小における環境保全、水質保全
の問題から注入した水ガラスグラウトが61人対象範囲
外へ逸脱することなく、注入した地点で71’itt実
に固結することが公害防止の点から望−i 、l’Lる
。In addition, due to environmental conservation and water quality conservation issues in recent construction projects, water glass grout solidifies at the point of injection without deviating from the target area, preventing pollution. From the point -i, l'L.
この目的達成のために多重管ヲ1(1いて浸透性の悲い
瞬結グラウI・によって注入管捷わりの空隙を填充して
パノノノーを)1づ成することに」、り注入し/こグラ
ウトの逸脱を防き、引続いて’1UJh性のよいクラウ
ドを月1ね合ゼで注入して浸透性の惑いクラウドが浸透
しえなかった細い部分に浸透性の良いクラウドが粒子間
浸透して固結しつるようにして注入対象領域を確実に浸
透固結する工法(1反合注入工法)の開発がなされてい
る。In order to achieve this purpose, we decided to create a multi-tube system (fill the gap between the injection pipes with a permeable instantaneous gel to form a pano-no-no). To prevent the grout from deviating, the cloud with good permeability was injected once a month, and the cloud with good permeability penetrated between the particles into the thin parts where the permeable cloud could not penetrate. A construction method has been developed that reliably infiltrates and solidifies the area to be injected by solidifying and fixing the injected material (single injection method).
」・発明は一1記14法において(浸透性の悪いクララ
I′(以’T’ l11に1瞬結性グラウト−1と記す
)と浸透1′1の良いクラウド(以下?1身こ1浸透性
グラウト」と、1[シず月′(係るもので、両者の組合
ぜによって複介〆1人1法の11っ効果を−・層顕名に
発揮ぜしめたもの−Cあるtl IN固結勺ニゲラウド
、浸透性グラウト共に1服性反応剤に氷カラス水溶液を
添加混合して得1)、IIる強「・間作の水ガラス溶t
I1.(J以下中に1強酸性水ツノラス溶液」と記す)
を基本とし7て、これに水力ラス水溶11凝゛またQ]
J、アルカリ反応液または両者を組合ぜた液を合流混合
ぜしめてpHを8.5〜10.5のアル−)ノIJ領域
に調整して短いゲル化時間を維持せしめノこグフウトを
制結りラウ)・、1用を非アルカリ性即ち8以■;好ま
しくは5以下史に好捷しくは25〜5.0の1W性領域
に調整して長いゲル化1)、テ間を糺持ぜしめたグラウ
トを浸透性クララI・とする。”・The invention is based on method 11-14 (clara I′ with poor permeability (hereinafter referred to as 1 instant setting grout-1) and cloud with good permeability 1′1 (hereinafter referred to as ?1 body 1) "Permeable grout" and "1 [shizutsuki']" (It is related to this, and by the combination of the two, the 11 effects of the 1 person 1 method for compound treatment are demonstrated in the layer recognition.) Both solidified porcelain grout and permeable grout are obtained by adding and mixing an aqueous solution of ice cream to a single-dose reactant.
I1. (Indicated as "strongly acidic water solution")
Based on 7, this is followed by hydraulic lath water solution 11. Also Q]
J. Mix the alkaline reaction solution or a combination of both to adjust the pH to the alkaline IJ region of 8.5 to 10.5 to maintain a short gelation time and suppress the problem. 1), 1) is non-alkaline, i.e., 8 or higher; preferably 5 or lower, adjust to the 1W range of 25 to 5.0 to maintain long gelation 1). The wet grout is made of permeable Clara I.
瞬結性クラウドについては、次のような優れだ性り′j
がの・られる。The instant connection cloud has the following advantages:
Gano・areru.
(1)無磯糸映化剤に」;る従来のアルカリ領域ての固
結に比べてtfi[l泉水か少く固結率か良好である。(1) Compared to the conventional alkaline area caking with no surfactant, the caking rate is lower and the caking rate is better.
従ってアルカリの溶脱が少く、固結強度に]、・いても
優れている。Therefore, there is little alkali leaching and the consolidation strength is excellent.
(2)強酸性水ノ1ラス溶液を氷カラス或はアルカリ剤
で中性ないしは強酸領域で固結さ、ぼる方法に比べて瞬
結状態を糾」乃する範囲が広く調Jii(が容易である
。(2) Compared to the method of solidifying a strongly acidic water solution in a neutral or strong acid region with an ice cube or an alkaline agent, it is easier to control the instantaneous solidification state. be.
浸透性グラウトは非アルカリ性域好′ましくは酸11゛
域でのtL入薬液である/(め、ゲル化に至る1での粘
性が低く浸透性に優れゲル化11.1間は数分から数時
間という広範囲の領域にわたっている。ゲル化11!i
間は長いにも拘ず離漿水は少く従って固結率、固結強度
においても共に優れている。The permeable grout is a non-alkaline solution, preferably an acidic 11% solution. It covers a wide range of hours.Gelification 11!i
Despite the long time, there is little syneresis water, and therefore both the consolidation rate and consolidation strength are excellent.
しかし、ここで1しr結性りラウ)・自体は弱アルカリ
性を呈しており、優れた固結性を有するけれともアルカ
リ分の溶脱が全く皆無とd、断菖しりJれない。又、浸
透性グラウト自体は中性から酸性を呈して壮り、それ自
体遅かれ早かれW・ず固結するとはいえ、それ単独で注
入した場合は固結(t?:l全る捷での間に粗い71i
分やL1ユ入管祉わりから逸脱するfん険がある。、
瞬結1・1クラウドと浸透性クラウドを同−r+二人領
域に!11ね合ぜて注入する7力Mi’l 代自注入十
法にJ、・いいてd、例Xば、多垂篩とn−人孔壁の間
IM了或はと1−1比まわりの弱いi’ilj分、和い
す115分を中上・として瞬結性クラウドを1眞充し°
Cイ久、浸透性グラウトをL1人するものである〃・ら
、瞬結性クラウドと侵透性グラウトが力いに1及触しあ
う同に瞬結性グラウドのアルカリ分によって浸透性グラ
ウトか弱アルカリ性側に円lか移向してクル化が促進さ
JLるが改は浸透性クラウドの敵件分と中A11反応を
起し−CII’;i結1−[クラウドはす′ルカり分が
消費さJlてアルノノリ分の旧税の懸念に1.全くなく
なる。。However, the 1r-consolidating resin itself is weakly alkaline, and even though it has excellent consolidating properties, there is no leaching of alkaline content at all. In addition, although the permeable grout itself becomes acidic from neutral and will solidify sooner or later, if it is injected alone, it will solidify (t?:l) during the entire process. coarse 71i
There is a risk of deviating from the L1 Immigration Bureau. , Instant connection 1/1 cloud and penetrating cloud in the same - r + two person area! 11 7 forces Mi'l to mix and inject The weak i'ilj minute, and the 115 minutes of the Japanese chair are set as Nakagami, and the instantaneous cloud is fully charged.
C, the permeable grout is made by one person, and the instant setting cloud and the permeable grout come into contact with each other, and at the same time, the alkaline content of the instant setting cloud causes the permeable grout to form. The circle moves to the weakly alkaline side and the cloud formation is promoted, but the change causes a reaction with the enemy part of the penetrating cloud and the middle A11 -CII'; 1. Due to concerns about the old tax on the amount of JL consumed. It disappears completely. .
又、CジJム1′1ノフウトは1伎1りに′唄域〃1ら
中性iII’l J伐へ戎Q]」、中性頭載から弱アル
−h l)域−\と移行し続&−Jで、ゲル化i、’1
間は短箱してより強固に固結する/こめ逸月([1する
月1なく1しf糸t1性クラウI・が浸透しきれない朋
11い部分vcわン1′間浸、〃シて固結する。Also, C Jim 1' 1 no foot is 1 uki 1 ri' song range〃1 et al neutral i II'l J section to Eki Q], from neutral head to weak al-h l) area-\ and Continuation of transition &-J, gelation i, '1
The space is shortened to solidify it more firmly. It hardens and solidifies.
こQ)ように、1iif714占1クニクラウト、υ透
1生クラウドである。As shown in this Q), 1iif714 divination 1 kuni kraut, υto 1 raw cloud.
以下、実施例を示しながら共体的にW[述4る1、固結
率とI′:Jl、固結し/こ容積の全容イJ″tK対す
る自分率を7」天ず。Hereinafter, while showing an example, we will collectively explain W [1, Consolidation rate and I': Jl, and the self rate with respect to the total volume of consolidation volume J''tK is 7''.
ヱ〈−1に広範囲にわたる強敵性水ガラス溶11i(A
散)に氷カラス水溶液又はアルカリ反応i−+1I(B
l[)を加えた場合の円■に対するケル化時間、固結率
、ホモゲル−+ll1l+圧縮1jlli度を7」〈ず
。。ヱ〈-1 has a wide range of highly hostile water glass melt 11i (A
(B
Kelization time, consolidation rate, homogel −+ll1l+compression 1jlli degree for circle ■ when l[) is added to 7''〈zu. .
ことでAirりの強1′M支性水カラス溶液は硫酸水溶
数中に水Jjシラス水溶液を加えて最終的に表((1示
ざ、11る」。つな配合のものを調整した。Therefore, a strong 1'M-supporting water crow solution with air resistance was prepared by adding a water solution of Shirasu to the sulfuric acid aqueous solution and finally preparing a solution with the following combination.
)< l 7J・し実、験に、 5〜l(1,1,3
,1,1,18〜20のA・13合w1散の円Iか85
〜]0.5缶の範囲では殆んと瞬結状態か容易に得られ
、離漿水も少く、従って固λ11′l率kま良好でホモ
ゲル強度も高く俸めて安定した固M’i体が得らノじC
いる。A −B合流液の円(が11女性に移行するにつ
れて(実験扁3〜1.12、I(i、17 )ゲル化時
間は艮ひき、′帛に一定した1しr Rli ’l)、
四〇ノ固結体は得られない33実j遊ノfir、 l
l、15.21 のA・li合流敲か強アルカリ性(1
)11>10.6 )となると1b目t?状態を11す
ることは出来ないのθ、」、勿1ijlll、固7市率
、ポ七ケルーII!Ill圧縮強jリー」1.1す4!
イ111)にi+(1:ずろ。、パー川−(は1冑セ、
U)アルカリ反LL、剤とじて水ガラアルカリ敵をIJ
I用してA散と名流さぜ、A−B合i+lt、((′〕
、の円1 (1) 1i1741% 句6:j、かつて
もよいことは勿iil!a −Cある。) < l 7J・Shimi, experiment, 5~l(1,1,3
, 1, 1, 18-20 A, 13 go w1 circle I or 85
~ ]0.5 cans, almost instant-setting state can be easily obtained, there is little syneresis water, and therefore the solid M'i is good up to the solid λ11'l ratio k and the homogel strength is high and stable solid M'i can be obtained. C
There is. As the A-B confluence circle moves from 11 to 11 (experimental 3 to 1.12, I(i, 17), the gelation time decreases and remains constant at 1.
40 solids cannot be obtained 33 fruit j free, l
l, 15.21 A・li confluence or strong alkaline (1
)11>10.6) Then 1bth t? It is not possible to change the state to 11. Ill compression strong j Lee” 1.1 4!
i111) to i + (1: zuro., par river - (ha1 kause,
U) Alkali anti-LL, IJ water glass alkaline enemy as a agent
I use A-san and name flow, A-B combination i+lt, ((')
, yen 1 (1) 1i1741% Clause 6:j, it is of course good to be good once! There is a-C.
本発明における瞬11、i’j匪グラりラは所謂1−1
1/こおける実験A、5〜10.1.3、lll、18
〜zOの1luj IJIJのクラウドを1史1(1す
るものである。?<−ti’こおりるIj虫1屓性水ガ
ラス溶+&(Atrり、)に水ツノラス又はア71z
−ノJり反応hす(C((久)を合流−〇しめて円lを
Jl−アル−/J1ノ性にWl”、1整した所L11本
発明における浸透性グラI’y l−の実験1911を
表−2に示す6、又中性域の例は衣−1から知ることが
出来る・
;イt;H,−,,2
衣−2においてA−C合流液は円Iが5以下のものは何
れもゲル化に到達するl’相’1ij−1,てtt、1
田A、)−7−法帖1(トで5 C−13−S以下の粘
度を小し、侵1.!12性に1愛れでいることかわかつ
)’c。ケル化時間は円1が5以上(実験&、 22.
27.32 )−clJ: 1〜2分又はそれ以下で浸
透性グラ・ントとじてはケル化がや\早めになるし、逆
に円Iが2,5以下(実!験Jo、 26.31.39
)では数時間以上のゲル化時間でゲル化かやX遅ずきる
きらいがあるのでM 、i7i性グラウトtま円Iが非
アルカリ域即ち円Jか8以下好−ましくは円Iが5」ソ
下、最も好1しくは円1が5〜25の範囲がよい小が判
る。In the present invention, Shun 11, i'j 匪gurira is the so-called 1-1
1/Experiment A, 5-10.1.3, lll, 18
~ZO's 1luj IJIJ's cloud is 1 history 1 (1).?
- no J reaction hsu(C Experiment 1911 is shown in Table 26, and an example of the neutral range can be found from Cloth-1. All of the following have l'phase'1ij-1,ttt,1 which reaches gelation.
田A,) -7-Hocho 1 (It is important to reduce the viscosity of 5 C-13-S or less, and to be able to maintain the viscosity of 1.! 12 properties)'c. Kelization time is 5 or more for circle 1 (experiment &, 22.
27.32)-clJ: If the penetrating granite is applied for 1 to 2 minutes or less, the gelation will be a little earlier, and on the contrary, the circle I will be less than 2.5 (Experiment! Experiment Jo, 26. 31.39
), gelation tends to be delayed over several hours, so it is preferable that the I7I grout is in the non-alkaline range, that is, the circle J is 8 or less, and preferably the circle I is 5. ``Under So, most preferably, the range of 5 to 25 circles is the best.
表−1に1つけるA−13合v1コ欣(11イ結性クラ
ウド)の固結体をつくって、該固結体を同容積の表−2
のA−C合流液(rジ透性りラウト)中に浸漬して接触
lJシめ、その時の固結体並ひに(A sh rI’J
、 (A−0合流液)の物性を測定し/こ結果を六−3
に小ず2、11りj iL+’1]’lクソウト(1)
と説;ツク・円クシウド(11)の狽1. (′i’ぜ
のAM &、I、多いか−イーの一層5をイ□< −:
3(tこへ1シ小(シ/こ3、(1)の固、11′、1
トイ[(II)のθ、;i11′lミクシウi・中に浸
漬し/(−後は円■りΔ、(1)の固Ail:i住(1
(二1.・いてにl、”j′ルカリ11111から中性
へと、又((I)のcジノη1牛グジウトでυ:i r
y 1ii1則から中1土へと移’#’j 1.、て(
1)の固A:1・1体の強度υ−1、すiii化し、浸
透性クラウドのり°ル化11.)1ii1 kl’、り
、1、ノ縮される。Make a solidified body of A-13 go v1 koxin (11 I binding cloud) which is attached to Table-1, and transfer the solidified body to Table-2 with the same volume.
immersed in the A-C combined liquid (r di-permeable liquid) to make contact lJ, and then the solids were
, Measure the physical properties of (A-0 combined liquid)/Results 6-3
ni 2, 11 ri j iL+'1]'l Kusout (1)
Theory: Tsuku Enkushiudo (11)'s cape 1. ('i'ze no AM &, I, is there a lot?
3 (t here 1 shi small (shi/ko 3, (1) hard, 11', 1
Toy [θ of (II), ;i11'l Mikusiu i, immersed in / (-after circle ■ Δ, solid Ail of (1): i
(21.・then l, ``j′ Lucari 11111 to neutral, and ((I) c jino η1 cow gujiut υ: i r
y 1ii Moving from 1st rule to 1st grade of middle school '#'j 1. ,hand(
1) Solidity A: 1. Strength of 1 body υ-1, converted to III, permeable cloud glue 11. )1ii1 kl', ri, 1, no is reduced.
Cσt、19シL 1lif結目クシウ1〜とθ′Jh
+イ1クシウドの場合ぜに」。つて11人対象地盤づ1
より強固に且つ(li″(実に固結−j−るjυ1待か
(、IIてる。(ICって1.1人対象地盤外へ逸脱す
るll、+6念も一層減少するもので2!する1、表−
Iから11舛結件グラウ1−(1)のP I−1が8.
5以下(実験jδ40,41.45.46.50)、1
0.5以十(実験)Iθ44.49.52)でも浸透性
クララI・(II)との接触によって中性へ近ずくが、
浸透性クララ]・叩との組合ぜ&c jって幻、中性領
域をはずれる恐れもあり(実施ノー6、4 (J、 4
.4.45.46.49.50152)又は(込に性ク
ララl−(II)の円1か2.5〜5.IJの範囲を逸
脱すると浸透性グラウト1百」【が中性領域に達しえな
いことも考J4jjし、本願発明では最も確実に中性領
域を保持する円■範囲に限定した。こjしによって強度
の増大はより確実になるし、浸透dμノラウトにおいて
は−BJ成り長時間のり゛ル化11;ji間のものてあ
ってもケル化11j9間の短縮力に’pJ能で、シ〃・
も充分な浸透固結をはかることができる3、
実験例では水力ラスとしてモル比3.5の水ツノラスを
、アルカリ反応剤としては重炭酸すトリウノ・。Cσt, 19shiL 1lif knot 1~ and θ′Jh
In the case of +I1 Kushiudo.'' Ground for 11 people 1
It becomes more solid and (li''(really solidified -j-rujυ1 wait?), II. 1.Table-
P I-1 of 11 consequent Grau 1-(1) from I is 8.
5 or less (experiment jδ40, 41.45.46.50), 1
0.5 or more (experimental) Iθ44.49.52) approaches neutrality by contact with permeable Clara I/(II),
Penetrating Clara]・Combination with beating &c j is an illusion, there is a risk of going out of the neutral range (Implementation No. 6, 4 (J, 4)
.. 4.45.46.49.50152) or (including sex Clara l-(II) circle 1 or 2.5 to 5. When the IJ range is exceeded, the permeable grout 100 reaches the neutral range. In consideration of the fact that it may not be possible, the present invention is limited to the range of the circle that most reliably maintains the neutral region.This will ensure an increase in strength, and in the case of penetration dμ, -BJ growth Time conversion 11; Even if there is a property between ji, the shortening power between Kelization 11j9 and 'pJ' is effective,
3. In the experimental example, water lath with a molar ratio of 3.5 was used as the hydraulic lath, and bicarbonate triuno was used as the alkaline reactant.
をl9IJ7」くし/こか、水ガラスとしてf+;l、
この他モル比か1〜5(71近の各柚の水カラス又、ア
ルカリ反応剤としては、重炭酸す)・リウムの他、11
′l炭酸ツノリウム、炭酸すトリウム、炭酸ノノリウム
、炭酸ツノルンウム、炭酸マグイ・/ラム、苛性ノーン
、苛性カリ等の一般のアルカリ剤を使用」することもで
きる。19IJ7'' comb/koka, water glass f+;l,
In addition, the molar ratio is 1 to 5 (nearly 71 each yuzu water crow, and as an alkaline reactant, bicarbonate), Lium, 11
It is also possible to use common alkaline agents such as thorium carbonate, thorium carbonate, nonorium carbonate, thorium carbonate, magi/rum carbonate, caustic noon, and caustic potash.
実際の施工にあたっては多重管からなる注入′1)・を
地盤中に挿入し、常に強1し性水カラス溶aを一層より
連続して送り込み、該強酸性水jjラス心7枚に合流混
合した場合、合流液の円lがε35〜10.5の11・
1ジ囲を常に維持するように調整された水力ラス水1r
il(久、アルカリ反応剤又はこの両者のに11含ぜよ
りなる液を他管より送り込んで11g人・1斤先嬬部で
1)9曲り件水カラス心7色に合流混合0−1−めで地
盤に注入する。During actual construction, a multi-layered injection tube '1) is inserted into the ground, and the strong acidic water lath molten a is continuously fed into the ground, and the strong acidic water is mixed into the 7 lath cores. In this case, the circle l of the confluent liquid is 11・with ε35~10.5.
Hydraulic power lath water 1r adjusted to always maintain 1g circumference
il (11 g of a liquid containing an alkaline reactant or both of these is sent from another tube and mixed with 11 g of water and 1 loaf of water) into 7 colors of 9 bends. Pour it into the ground.
該合θie 7t’j、は所謂瞬結性クラウドである。The combination θie 7t'j is a so-called instantaneous cloud.
次に強酸注水−)jラス竹(でゲに合流混6した場合、
合bit、 71’i。Next, pour in strong acid water.
Combined bit, 71'i.
I用が非アルノノリ性の範囲を常に糾4.5するように
調すにさitた水ツノラス水溶’l#k 、アルツノ’
)反応削又ケ;↓この両名の組合せに」、りなる欣を他
管より送り込んで11:人前先端部て強酸性水カラス溶
i(lにイ1流混合ぜしめて地盤にLl−人する。It was adjusted so that the non-alcoholic range was always 4.5%.
) Reaction cutter; ↓ To the combination of these two names, send Rinaru from another pipe and 11: Mix 1 stream of strongly acidic water at the tip of the human body (L and 1 flow and mix it into the ground). do.
該召−b1仁ii1. kJ:所Qi’i Zジ透14
1゛クラウドである。このように(〜て、ヴ11酸性水
ガラス溶敵を基本として瞬結性グラウトと浸透性クラウ
ドを月1い、71人官金移動−することに」、って注入
スデー/を移動さぜなから、゛二1ず、IIM A古1
牛クラ1り1・を地盤にlト△して、乙1:人を牙と地
HIHH+との間隙及びスデージ庖移・j・IJする結
末11する11:入管」わりの間隙にパノノノー効果の
ある固結体の/−ルを形成し、これに、1.つて侵透性
クラウドか11人官金わりの間隙にY1ンつて2JII
? IH−Jるのを予め防ぐと共に、該ステージ例近の
粗い部分や弱い部分や層の境界面に瞬結性クラウドを注
入して、浸透性クラウドが所定範囲外へ逸脱しないよう
に予め処理してから、瞬結性クラウドを、′−1人した
領域に該ンールを破って浸透(4にクララ(・を重ね合
せて注入し、瞬結性クラウドが浸透しえなかった細い部
分に浸透性グラウトが411間侵透して固結′jる。こ
の際、PH8,5〜]、 0.5の範囲にある瞬結性ク
ラウドと1−)116非アルノノリ性の1・旧Jllに
ある浸ツカ性グラウトは相互間の接触作Il+に」、っ
て両りラウド共に中性領域へ円(は移行して瞬結性クラ
ラ目;1、より強固に固結すると共に浸透性グラウトは
ケル化111i間を短縮して所定範囲夕1への逸脱を防
き11人対象地盤はより強固にしかも全領域を均t′↓
に固結することができる。The call-b1ren ii1. kJ: Tokoro Qi'i Zjito 14
1. Cloud. In this way, we decided to move 71 people's money by using instant setting grout and permeable cloud once a month based on V11 acidic water glass melting agent. From, ゛21zu, IIM A Old 1
Ushikura 1 ri 1 ・Lt △ on the ground, Otsu 1: The gap between the fangs and the ground HIHH + and the ending of the sudage transfer・J・IJ 11 11: Panonono effect in the gap between “Immigration” Form a certain solid body /-hole, and add to it: 1. It's a penetrating cloud, or Y1 is in the gap between 11 officers and 2JII.
? In addition to preventing IH-J in advance, we also inject instantaneous clouds into rough areas, weak areas, and layer interfaces near the stage to prevent permeable clouds from deviating from a predetermined range. After that, the instant-binding cloud is injected into the area where the instant-binding cloud could not penetrate by breaking the rule (by superimposing Clara (・) on The grout penetrates between 411 and solidifies.At this time, the instant-setting cloud in the pH range of 8.5 to 0.5 and the infiltration in the former Jll of 1-116 Due to the contact between the two types of grout, both of the two types of grout move to the neutral region and become instantly set. Shorten the distance between 111i and prevent deviation from the specified range 1, make the ground for 11 people more solid, and even out the entire area t'↓
can be solidified.
重訂出願人 強化上エン7ニヤリンク株人会社代 理
人 弁理士 染 谷 仁特許庁長官 若 杉
和 夫 殿
1.事件の表示
昭和57年tl鳩・N/[願第163395号2、発明
の名称
薬(伐注入工法
3、補正をする者
事件との間係 特許出願人
東京都文京区本郷3−15−1美エビル6、補正(二よ
り増加する発明の数なし664−Revision applicant: Reinforced En7niya Link Co., Ltd.
People Patent Attorney Hitoshi Sometani Director General of the Patent Office Kazuo Wakasugi 1. Display of the case 1982 TL Pigeon/N/[Application No. 163395 2, Title of the invention: Medicine (Foresting method 3, Interaction with the person making the amendment case) Patent applicant: 3-15-1 Hongo, Bunkyo-ku, Tokyo Beautiful evil 6, correction (no number of inventions increasing from 2 664-
Claims (1)
地盤を固結する地盤V1−人二1二法において前記固結
薬液として酸性反応剤に水〕jラス水溶d久を混合しで
得ら、11る酸性水ガラス溶/i)i、に合流混合した
場合に合流血の1)11が8.5〜10.5の範囲にな
るように調整されだ水ガラス水溶液、アルノノリ反応剤
またはこれらの混合液を前記酸性水カラス溶液と合流′
土/こは混合してなる注入薬液と、前記酸性水ガラス溶
(1,に合流混合した場合に、合流敵のP I−Iが非
アルカリ性の仲、囲になるように調整された水ガラス水
溶散、アルノノリ反応剤又はこれらの混合液を商記酸1
牛水Jjラス溶液と合流又U:1、混合してなるl−L
1薬7色とを(Jl’ Ill L、て地盤に注入する
ことをl特徴と−」る薬7■L1−人二1法。In the ground V1 method, in which a consolidation agent i (1) is injected into soft or leaking ground and the ground is consolidated, a water soluble dku is mixed with an acidic reactant as the consolidation chemical solution. When mixed with the acidic water glass solution obtained by 11/i) i, the 1) 11 of the combined blood is adjusted to be in the range of 8.5 to 10.5. The reactant or a mixture thereof is combined with the acidic water solution.
A water glass adjusted so that when mixed with the injected chemical solution formed by mixing soil and the acidic water glass solution (1), the P I-I of the merging enemy is in the non-alkaline range. Aqueous dispersion, arunonori reactant, or a mixture thereof with commercially available acid 1
Bovine water Jj lath solution and U:1, mixed l-L
7 colors of 1 medicine (Jl' Ill L, 1 medicine 7■L1-person 21 method that is characterized by being injected into the ground).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57163395A JPS5953584A (en) | 1982-09-20 | 1982-09-20 | Grouting process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57163395A JPS5953584A (en) | 1982-09-20 | 1982-09-20 | Grouting process |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5953584A true JPS5953584A (en) | 1984-03-28 |
| JPH0216352B2 JPH0216352B2 (en) | 1990-04-16 |
Family
ID=15773070
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP57163395A Granted JPS5953584A (en) | 1982-09-20 | 1982-09-20 | Grouting process |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5953584A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7751892B2 (en) * | 2023-08-23 | 2025-10-09 | 名古屋カレット株式会社 | Ground hardening method and method for producing ground injection liquid |
-
1982
- 1982-09-20 JP JP57163395A patent/JPS5953584A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0216352B2 (en) | 1990-04-16 |
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